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Bar Bending Schedule Footings Block # 06
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CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 06 (Package-I)
Item Description Bar# Spacing Stem Col Ht. Shape of Bar No.of Bars Cut lengthNo. of ItemsTotal Length
C 2 at CF 1 # 6 - 4.75 4 13.08 2 104.64
(9" x 24" ) # 5 - 4.75 4 12.58 2 100.64
Stirrups # 3 4.5' c/c 4.75 14 3.71 2 103.88
C 1 at CF 1 # 6 - 4.75 10 13.08 2 261.6
(9" x 24" ) # 3 4.5' c/c 4.75 14 4.875 2 136.5
Stirrups # 3 4.5' c/c 4.75 14 1.125 2 31.5
C 3 at F 1 # 8 - 4.75 4 14.08 1 56.32
(9" x 24") # 6 - 4.75 4 13.08 1 52.32
Stirrups # 3 4.5' c/c 4.75 28 3.71 1 103.88
C 1 at CF 3 # 6 _ 4.75 10 13.08 2 261.6
(9" x 24") # 3 4.5' c/c 4.75 14 4.875 2 136.5
Stirrups # 3 4.5' c/c 4.75 14 1.125 2 31.50
C 3 at CF3 # 8 _ 4.75 4 14.08 2 112.64
(9" x 24") # 6 - 4.75 4 13.08 2 104.64
Stirrups # 3 4.5' c/c 4.75 28 3.71 2 207.76
C 4 at CF2 # 8 _ 4.75 8 14.08 4 450.56
(9" x 24") # 6 _ 4.75 2 13.08 4 104.64
Stirrups # 3 4.5' c/c 4.75 14 4.875 4 273
Stirrups # 3 4.5' c/c 4.75 14 1.125 4 63
C3 at CF 2 # 8 _ 5.75 4 14.08 2 112.64
(9" x 24") # 6 _ 5.75 4 13.08 2 104.64
Stirrups # 3 4.5' c/c 5.75 28 3.71 2 207.76
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length ### 100.64 994.08 732.16 Grade_40 0.221
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 487 ### ### ###
Total Weight in Kgs 220.91 47.613 677.269 886.722
Total Weight in Tonns 0.221 0.048 0.677 0.887 Grade_60 1.612
Weight
DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1764.00
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 06 (Package-I)
Item Description Bar# Spacing Stem Col Ht Shape of Bar No.of Bars Cut lengthNo. of ItemsTotal Length
C 5 at CF 2 # 8 _ 5.75 8 14.08 2 225.28
(9" x 24") # 6 _ 5.75 2 13.08 2 52.32
Stirrups # 3 4.5"c/c 5.75 16 4.875 2 156
Stirrups # 3 4.5"c/c 5.75 16 1.125 2 36
C 6 at CF 2 # 8 _ 4.75 8 14.08 2 225.28
(9" x 27") # 6 _ 4.75 2 13.08 2 52.32
Stirrups # 3 4.5"c/c 4.75 14 5.375 2 150.5
Stirrups # 3 4.5"c/c 4.75 14 1.125 2 31.5
C 1 at CF 4 # 6 _ 4.25 10 13.08 2 261.6
(9" x 24") # 3 4.5"c/c 4.25 12 4.875 2 117
Stirrups # 3 4.5"c/c 4.25 12 1.125 2 27
C 3 at CF 4 # 8 _ 5.25 4 14.08 2 112.64
(9" x 24") # 6 _ 5.25 4 13.08 2 104.64
Stirrups # 3 4.5"c/c 5.25 28 3.71 2 207.76
C 8 at CF 4 # 8 _ 4.25 4 14.08 2 112.64
# 6 _ 4.25 2 13.08 2 52.32
Stirrups # 3 4.5"c/c 4.25 24 3.417 2 164
C 4 at CF 4 # 8 _ 4.25 8 14.08 2 225.28
(9" x 24") # 6 _ 4.25 2 13.08 2 52.32
Stirrups # 3 4.5"c/c 4.25 12 4.875 2 117
Stirrups # 3 4.5"c/c 4.25 12 1.125 2 27
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 1034 575.52 901.12 Grade_40 0.176
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 388.69 864.431 ###
Total Weight in Kgs 176.31 392.103 ###
Total Weight in Tonns ### 0.3921 1.091 Grade_60 1.483
Weight
DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1766.00
CONTRACTOR Pg._______of______ CONSULTANT
M /s SHAH ZAMAN(Pvt.)Ltd.
STEM COLUMNS SHEDULE FOR BLOCK NO. 06 (Package-I)
Item Description Bar# Spacing Stem Col Ht Shape of Bar No.of Bars Cut lengthNo. of ItemsTotal Length
C 7 at CF 5 # 8 _ 4.25 12 14.08 2 337.92
a # 3 4.5"c/c 4.25 12 4.625 2 111
b # 3 4.5"c/c 4.25 12 2.54 2 60.96
c # 3 4.5"c/c 4.25 12 3.29 2 78.96
d # 3 4.5"c/c 4.25 12 1.125 2 27
C 5 at CF 6 # 8 _ 4.25 8 14.08 2 225.28
(9" x 24") # 6 _ 4.25 2 13.08 2 52.32
Stirrups # 3 4.5"c/c 4.25 12 4.875 2 117
Stirrups # 3 4.5"c/c 4.25 12 1.125 2 27
C 1 at CF 7 # 6 - 4.25 10 13.08 2 261.6
(9" x 24") # 3 4.5"c/c 4.25 12 4.875 2 117
Stirrups # 3 4.5"c/c 4.25 12 1.125 2 27
Dia of Bar 3/8" 1/2" 5/8" 3/4" 1" Wt in tons
Length 565.9 313.92 563.2 Grade_40 0.097
Unit Weight in lbs 0.376 0.668 1.043 1.502 2.67
Total Weight in lbs 212.79 471.508 ###
Total Weight in Kgs 96.519 213.875 682.094
Total Weight in Tonns 0.097 0.214 0.682 Grade_60 0.896
Weight
DRAWING NO._2662/323/c/01G210 Rev: 0 & 211 Rev:A DATED._7 & 14/12/2006 Respectively
REVISION. _____0 & A PLINTH LEVEL._1766.00
M/S SHAH ZAMAN (Pvt)Ltd.
C-TYPE APARTMENT FOR FGEHF IN SECTOR G-11/3, ISLAMABAD.
PACKAGE - I BLOCK NO. 06 (G+4)
Footing Steel Summary
S # Footing No. of Footing Weght in Footing Grade 60
1 CF 1 2 1101.282 Grade 60
2 F 1 1 264.227 Grade 60
3 CF 2 1 4361.029 Grade 60
4 CF 3 2 1556.703 Grade 60
5 CF 4 2 1939.606 Grade 60
6 CF 5 1 972.289 Grade 60
7 CF 6 1 418.271 Grade 60
8 CF 7 0 0.000 Grade 60
9 F 2 0 0.000 Grade 60
Total (Kgs) 10613.408 Grade 60
Total Steel
Item Grade 60 Grade 40
Footings 10.613 0
Stem Columns 3.991 0.4937
Total 14.604 0.4937
Contractor's Representative NESPAK Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 1 (2 No.) Size : 11'-9" X 15' X 1'-6"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 6" c/c 6" 11'-5" 6" 30 12.42 2 745.2
(ii) Y Bars # 5 5" c/c 7.5" 14'-8" 7.5" 28 15.92 2 891.52
Top Bars
(i) X Bars # 4 6" c/c 6" 11'-5" 6" 30 12.42 2 745.2
(ii) Y Bars # 4 6" c/c 6" 14'-8" 6" 24 15.67 2 752.16
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 2242.56 0.668 1498.030 679.502 Grade-60
# 5 891.52 1.043 929.855 421.780 Grade-60
# 6 1.502 0.000 0.000 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 2 (1 No.) Size : 16'-0" X 55'-6" X 1'-6"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 6 4" c/c 9" 15'-8" 9" 168 17.17 1 2884.56
(ii) Y Bars # 5 5" c/c 37'-6" 7.5" 38 38.125 1 1448.75
(iii) Y Bars # 5 5" c/c 7.5" 20'-2" 38 20.795 1 790.21
Top Bars
(i) X Bars # 4 5" c/c 6" 15'-8" 6" 132 16.67 1 2200.44
(ii) Y Bars # 4 5" c/c 33'-0" 6" 38 33.5 1 1273.00
(iii) Y Bars # 4 5" c/c 6" 24'-2" 38 24.67 1 937.46
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 4410.90 0.668 2946.481 1336.515 Grade-60
# 5 2238.96 1.043 2335.235 1059.256 Grade-60
# 6 2884.56 1.502 4332.609 1965.259 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 3 ( 2 No.) Size : 12'-0" X 14'-0" X 1'-6"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 4" c/c 7.5" 11'-8" 7.5" 42 12.92 2 1085.28
(ii) Y Bars # 5 4" c/c 7.5" 13'-8" 7.5" 36 14.92 2 1074.24
Top Bars
(i) X Bars # 4 6" c/c 6" 11'-8" 6" 28 12.67 2 709.52
(ii) Y Bars # 4 4" c/c 6" 13'-8" 6" 36 14.67 2 1056.24
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 1765.76 0.668 1179.528 535.030 Grade-60
# 5 2159.52 1.043 2252.379 1021.673 Grade-60
# 6 1.502 0.000 0.000 Grade-60
# 8 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 4 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
(ii) Y Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
Top Bars
(i) X Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
(ii) Y Bars # 4 4" c/c 6" 15'-8" 6" 48 16.67 2 1600.32
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 6401.28 0.668 4276.055 1939.606 Grade-60
# 5 0 1.043 0.000 0.000 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 5 ( 1 No.) Size : 10'-9" X 22'-0" X 2'-0"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 10'-5" 6" 67 11.42 1 765.14
(ii) Y Bars # 5 5" c/c 7.5" 21'-8" 7.5" 26 22.92 1 595.92
Top Bars
(i) X Bars # 4 4" c/c 6" 10'-5" 6" 67 11.42 1 765.14
(ii) Y Bars # 4 4" c/c 6" 21'-8" 6" 33 22.67 1 748.11
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 2278.39 0.668 1521.965 690.359 Grade-60
# 5 595.92 1.043 621.545 281.931 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 6 ( 1 No.) Size : 9'-0" X 12'-0" X 2'-0"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 4 4" c/c 6" 8'-8" 6" 36 9.67 1 348.12
(ii) Y Bars # 4 4" c/c 6" 11'-8" 6" 27 12.67 1 342.09
Top Bars
(i) X Bars # 4 4" c/c 6" 8'-8" 6" 36 9.67 1 348.12
(ii) Y Bars # 4 4" c/c 6" 11'-8" 6" 27 12.67 1 342.09
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 1380.42 0.668 922.121 418.271 Grade-60
# 5 0 1.043 0.000 0.000 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : CF 7 ( 2 No.) Size : 16'-0" X 16'-0" X 2'-0"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
(ii) Y Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
Top Bars
(i) X Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
(ii) Y Bars # 5 5" c/c 7.5" 15'-8" 7.5" 38 16.92 2 1285.92
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 5143.68 1.043 5364.858 2433.484 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : F 1 ( 1 No.) Size : 10'-3" X 10'-3" X 1'-6"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 5" c/c 7.5" 9'-11" 7.5" 25 11.17 1 279.25
(ii) Y Bars # 5 5" c/c 7.5" 9'-11" 7.5" 25 11.17 1 279.25
Top Bars
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 558.5 1.043 582.516 264.227 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar #
Spacing No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
M/S SHAH ZAMAN (Pvt.) Ltd.
FOOTING SHEDULE BLOCK # 06 Package -I
Footing : F 2 ( 1 No.) Size : 14'-0" X 14'-0" X 2'-0"
Drawing No. 2662/323/C/01G209 Dated: 14-12-2006 Revision: O
Description Shape Of bar
Bottom Bars
(i) X Bars # 5 4" c/c 7.5" 13'-8" 7.5" 42 14.92 1 626.64
(ii) Y Bars # 5 4" c/c 7.5" 13'-8" 7.5" 42 14.92 1 626.64
Top Bars
SUMMARY
Bar # G.Length Total Weight (Lbs) T.W in Kgs Grade
# 4 0 0.668 0.000 0.000 Grade-60
# 5 1253.28 1.043 1307.171 592.929 Grade-60
# 6 0 1.502 0.000 0.000 Grade-60
# 8 0 2.67 0.000 0.000 Grade-60
Bar # Spacing
No. Of Bars
Length Of One Bar
No Of Items
Total Length
Unit Weight
Contractor's Representative Consultant's Representative
